Treatment Effect Analysis on Shallow Buried Bias Slope Section of Tunnel Based on Fuzzy Comprehensive Evaluation

被引:1
作者
Zhengjun Mao
Ning An
Ruting Li
Licheng Xu
Hao Wu
机构
[1] Xi’an University of Science and Technology,School of Geology and Environment
[2] Shaanxi Provincial Key Laboratory of Geological Support for Coal Green Exploitation,Geological Research Institute for Coal Green Mining
[3] Xi’an University of Science and Technology,Shaanxi Provincial Major Laboratory for Highway Bridge and Tunnel
[4] Chang’an University,School of Highway
[5] Guangzhou Highway Geotechnical Design Co. Ltd,undefined
[6] Chang’an University,undefined
来源
Geotechnical and Geological Engineering | 2020年 / 38卷
关键词
Slope engineering; Treatment effect; Shallow buried tunnel; Fuzzy comprehensive evaluation; Analytic hierarchy process;
D O I
暂无
中图分类号
学科分类号
摘要
There is a close interaction relationship between tunnel unsymmetrical loading section and lateral slope, and tunnels and lateral slope should be analyzed synthetically as a synergetic system, thus providing more accurate theoretical basis for taking reasonable and protective measures in practical engineering. This paper is based on treatment project of shallow buried bias section slope of the Niubi Mountain tunnel. Considering the synergetic effect of tunnel and slope, the tunnel engineering index was added into the index system, and the evaluation model system for the treatment effect of shallow buried bias slope section of tunnels was established. According to the index system, the fuzzy comprehensive evaluation model for treatment effect of shallow buried bias slope section of tunnel is established by analytic hierarchy process. The model for fuzzy comprehensive evaluation is used to evaluate the treatment effect of Shallow Buried Bias Slope Section of Niubi Mountain Tunnel and five other similar cases. The evaluation results are consistent with the actual engineering results. Supported by a limited number of samples, the practicability of the proposed model is proved. The model of fuzzy comprehensive evaluation of treatment effect of shallow buried bias slope section of tunnel can be used in similar projects. It can help engineers make decisions during construction.
引用
收藏
页码:4463 / 4477
页数:14
相关论文
共 105 条
[1]  
Chen SY(2014)Analysis of lateral slope stability during construction of a loess tunnel with a large section Mod Tunn Technol 51 82-89
[2]  
Zhu YP(2002)Segmentation of touching characters in printed Devnagari and Bangla scripts using fuzzy, multifactorial analysis IEEE Trans Syst Man Cybern Part C Appl Rev 32 449-459
[3]  
Li Z(2020)Modeling study on the influence of the strip filling mining sequence on mining-induced failure Energy Sci Eng 1 14-17
[4]  
Huang LH(2007)Secondary fuzzy comprehensive evaluation of stability of anchored slope Technol Highw Transp 44 1411-1420
[5]  
Zhang HL(2019)Energy conversion and fragment distribution characteristics of coal sample under uniaxial cyclic loading J China Coal Soc 97 103288-70
[6]  
Garain U(2020)Continuum analysis of the structurally controlled displacements for large-scale underground caverns in bedded rock masses Tunn Undergr Space Technol 27 62-2724
[7]  
Chaudhuri BB(2016)Development and application of software RASlope for highway slope risk assessment Chin J Geol Hazards Control S2 2719-505
[8]  
Jiang N(2003)Discussion on problems of slope disaster and tunnel deformation Chin J Rock Mech Eng 24 500-170
[9]  
Wang CX(2009)Multifactorial fuzzy approach to the penetrability classification of TBM in hard rock conditions Tunn Undergr Space Technol 78 428-28
[10]  
Pan HY(2019)A study on altered granite meso-damage mechanisms due to water invasion-water loss cycles Environ Earth Sci 53 153-1679